Experimental Tests of Laminated Glass with Embedded Steel Mesh Subjected to In-Plane Loading

IF 0.5 Q4 ENGINEERING, CIVIL Architecture Civil Engineering Environment Pub Date : 2023-09-01 DOI:10.2478/acee-2023-0035
Marcin Kozłowski, Dominik Wasik
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Abstract

Abstract This article presents the issue of the in-plane post-breakage capacity of laminated glass elements. It presents the results of an ongoing research project that aims to develop novel reinforced, laminated glass elements with embedded steel woven mesh and increased post-breakage capacity. The research was focused on tensile strength tests in a custom-made experimental set-up. The tests were carried out on laminated glass samples consisting of two glass panes with 8, 10 and 12 mm thicknesses, bonded with an EVA Clear interlayer (3.04 mm thick). A total of 36 reference and reinforced samples were tested (6 series of 6 samples each). During the tests, an increase in load after glass breakage was observed for all samples, however, the samples reinforced with steel mesh showed much better strength in the post-breakage phase. It was found that the steel woven mesh embedded in laminated glass increases the post-breakage capacity by approximately 300% compared to the reference samples.
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嵌入钢网夹层玻璃的面内荷载试验研究
摘要本文提出了夹层玻璃构件的面内破碎后承载力问题。它展示了一项正在进行的研究项目的结果,该项目旨在开发新型的增强夹层玻璃元件,嵌入钢编织网,增加破碎后的能力。研究的重点是在定制的实验装置中进行拉伸强度测试。测试是在夹层玻璃样品上进行的,夹层玻璃样品由两片厚度分别为8,10和12 mm的玻璃板组成,并与EVA Clear夹层(3.04 mm厚)粘合。共检测参考和增强样品36个(6个系列,每个系列6个样品)。在试验过程中,所有样品在玻璃破碎后的荷载都有所增加,但在破碎后阶段,钢网加固的样品表现出更好的强度。研究发现,夹层玻璃中嵌入钢编织网后,其破碎后承载力比参考样品提高了约300%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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